STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

Shi Gang; Liu Zhao; Ban Huiyong; Zhang Yong; Shi Yongjiu; Wang Yuanqing

doi:10.13204/j.gyjz200906004

Volume 39 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 18-21

Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

Citation:

Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 18-21. doi: 10.13204/j.gyjz200906004

Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

Citation:

PDF( 0 KB)

STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200906004

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;
3.
3. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China

Received Date: 2008-02-20
Publish Date: 2009-06-20

Abstract

Abstract

The application of Q420 and Q460 high strength hot-rolled steel angles in steel structures is increasing,but because of the high strength,the widthto-thickness ratio of some steel angles exceeds the code limitation,which does not satisfy the requirement of local buckling.The Chinese Code for Design of Steel Structures(GB 500172003)doesn't provide the corresponding design method for solving this problem.Based on the related Codes of the Chinese Technical Regulation of Design for Tower and Pole Structures of Overhead Transmission Line(DL/T 51542002)and the ASCE Design of Latticed Steel Transmission Structures(ANSI/ASCE 1097),it was studied the stability design methods of Q420 and Q460 high strength hot-rolled steel angle members under axial compression,and analyzed the rationality of these methods,which provides a reference for the corresponding design.
- high strength steel angle,
- axial compression,
- stability,
- buckling

FullText(HTML)

References(7)

References

[2] 郑戈.我国输电铁塔将大幅减重[N].中国冶金报,2004-09-07;

施刚,石永久,王元清.超高强度钢材钢结构的工程应用[J].建筑钢结构进展,2008,10(4):32-38;

[3] GB 50017-2003钢结构设计规范[S];

[4] ANSI/ASCE 10-97 Design of Latticed Steel Transmission Structures[S];

[5] DL/T 5154-2002架空送电线路杆塔结构设计技术规定[S];

[6] 《钢结构设计手册》编辑委员会.钢结构设计手册[M].北京:中国建筑工业出版社,2004;

[7] GBJ 17-88钢结构设计规范[S].

Relative Articles

Supplements(0)

Cited By

Cited by

Periodical cited type(7)

1.	郑铭棋. 满堂支架现浇箱梁施工技术在市政桥梁工程中的应用. 工程建设与设计. 2023(05): 164-166 .
2.	方玉书. 满堂支架搭设安全防护体系施工技术探讨. 安徽建筑. 2023(07): 67-68 .
3.	寸江峰，王淑红. 市政桥梁工程中满堂支架现浇箱梁施工技术的应用研究. 粘接. 2021(03): 184-187 .
4.	褚人猛. 场地及空域受限的深基坑施工技术研究. 铁道建筑技术. 2021(11): 127-131 .
5.	易伟同，王亮. 基于BIM技术的盾构始发竖井钢梯有限元分析. 施工技术. 2018(S4): 917-920 .
6.	刘成凯. 模板台车置换满堂架施工明挖隧道的技术. 市政技术. 2017(01): 153-156 .
7.	丁克胜，季想，赵永强. 满堂支撑架体在深基坑换撑中的可行性分析. 天津城建大学学报. 2017(05): 345-348+355 .